Rheological Properties of Rockmass Discontinuities and Trial Research of Its Long-term Strength

HOU Hong-jiang; SHEN Ming-rong

Jul. 2021

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HOU Hong-jiang, SHEN Ming-rong. Rheological Properties of Rockmass Discontinuities and Trial Research of Its Long-term Strength[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(6): 324-326,353.

Citation:

HOU Hong-jiang, SHEN Ming-rong. Rheological Properties of Rockmass Discontinuities and Trial Research of Its Long-term Strength[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(6): 324-326,353.

HOU Hong-jiang, SHEN Ming-rong. Rheological Properties of Rockmass Discontinuities and Trial Research of Its Long-term Strength[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(6): 324-326,353.

Citation:

HOU Hong-jiang, SHEN Ming-rong. Rheological Properties of Rockmass Discontinuities and Trial Research of Its Long-term Strength[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(6): 324-326,353.

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Rheological Properties of Rockmass Discontinuities and Trial Research of Its Long-term Strength

Received Date: 2003-09-08
Available Online: 2021-07-21

Abstract

Abstract

The rheological properties of rock mass discontinuities are researched by laboratory creep test. By analyzing the obtained rheological curve, a function relation formula between the strain and time is established. Study shows that the strain is not only related to time but also to the stress loaded. Finally the long term strength is determined.
- rock mass discontinuities,
- shear creep test,
- creep equation,
- long term strength